... ; but he was glad to see that a rational approach through mathematics did exist, and that mathematics could go a t least part of the way towards explaining the mysterious structural cracks which were so apparent inso many-in fact, too many-of the reinforcedconcrete girder bridges erected over...

...A C FEWTRELL © 1949 Thomas Telford Ltd 1949 BRIDGES RIVERS RAILWAYS FAILURES CONCRETE CRACKS INVESTIGATIONS SITES CONDITIONS DESIGN CAISSONS PIERS LOADS FOUNDATIONS CYLINDERS REINFORCED ABUTMENTS STEELWORK BEARINGS CONSTRUCTION SINKING TRUSSES SPANS LIFTING ERECTION...

... in large masses such aa dams appeared to need qualification. Dr. Knight had noticed serious cracking of concrete structures in South Africa, especiallyin reservoirs, in which inadequate provision for expansionand contraction hadbeen made. He would also have thought that similar remarks might apply...

... SEAWATER WATER SEA SULPHATES ACID GAS ATMOSPHERIC TUNNELS BRIDGES SEWERS EXPOSURE FIRES TREATMENT SURFACES REPAIRS TREATMENT CRACKS PATCHING BONDING BEARING REINFORCED HIGH ALUMINA HAC HIGH ALUMINA SUPERSULPHATED 248 LEA AND DAVEP ON THE DETERIORATION OF Paper No. 5722. *-f...

... by grooves, notches, and fine cracks. PART1. SHEARSTRESSEISN A UNIFORBMEAMOF ANY SECTION. In the Appendix, the mathematicalfoundations of the problem am set forth, and it appears that, with the origin at the centre of gravity of the section, S,, and S the shear-stress components in the cross-section...

... tension cracks. The value ( H o )so obtained was the depth of the tension zone if a hydrostatic pressure-distribution were assumed, but it was not necessarily the depth of tension cracks. The tensile stress a t t h e ground surface was equal to the tensile strength of the material, so that'there...

...SIR E O WILLIAMS © Thomas Telford and ICE 1946 DAVID KIRKALDY W & C FRENCH SHEAR STRESS REINFORCED CONCRETE SHIPS REINFORCEMENT BARS VERTICAL CRACKS EXPERIMENTS WILLIAMS ON SHEARSTRESSES IN RELNFORCEDCONCRETEWITH PARTICULARREFERENCE TOCONCRETE SHIPS. 377 Paper...

...S PACKSHAW © Thomas Telford and ICE 1946 EARTH PRESSURE RESISTANCE WALLS FRICTION ADHESION COHESIONLESS SOILS COHESIVE FILL EFFECT TENSION CRACKS DISTRIBUTION SUPERLOADS INCLINED SLOPING GROUND SURFACE JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 4. 1945-46...

...C E REYNOLDS; C V BLUMFIELD; J CUEREL; K HAJNAL KONYI © Thomas Telford and ICE 1944 HIGH YIELD BRITISH STANDARDS STRESS STEEL COLUMNS BEAMS REINFORCEMENT CRACKS SLABS BONDS RESISTANCE TENSION CONCRETE BARS METHODS DESIGN TWISTED JETTIES IN EXPOSED ROADSTEEATDCS...

...A A PAUL; P W ABELES; W F BEATTY; K HAJNAL KONYI; K W MAUTNER; W J SIVEWRIGHT; C TINKLER MESSRS. MOUCHEL & PARTNERS USAGE PRECAST PRESTRESSED CONCRETE BEAMS BRIDGES DECKS CONSTRUCTION RESISTANCE STRESS CRACKS LOADS DISTRIBUTION SUPERSTRUCTURES FRAGILITY REVERSE LOADING...

...E J BUCKTON; J CUEREL WATERLOO BRIDGE BRIDGES HISTORY DESIGN ARTICULATION PIERS GIRDERS CANTILEVER SUSPENDED SPANS TORSION EXPANSION JOINTS STOPS CONSTRUCTION PRESTRESSING SETTLEMENT JACKING CRACKS CONTROL WELDING CONCRETE MIX SLUMP VIBRATING SURFACE TREATMENT PAVING...

...T J GUERITTE; P ABELES; D G DAVIES; K L RAO; E C SMITH BUILDING RESEARCH STATION BRS FREYSSINET DATA PRESTRESSED CONCRETE CALCULATED STRESS TESTS MEASUREMENT LOADING DEFLECTION BEAMS STEEL REINFORCED BEHAVIOUR METHODS FAILURES CRACKS SHRINKAGE EQUATIONS CALCULATIONS...

... TRENCHES EXCAVATIONS PLANT WALLS CONCRETE CRACKS SETTLEMENT GIRDERS MAINTENANCE STEELWORK CONTRACTS TENDERS PLATFORMS LENGTH MAINS GAS WATER FIRES TRAFFIC CIRCULATION ROADS SURFACES PUBLIC WORKS PUBLIC WORKS TEMPORARY INTERFERENCE CURVES VERTICAL GRADIENTS SAND SEEPAGE...

... is shown in plan on Fig. 7, Plate 1, and in section on Fig. 3, Plate 1, is novel so far as theAuthors are aware, and was dictated by the following considerations : ( a ) The elimination of cracks which would allow water to penetrate into the damdue to either of the following causes : (1)changes of volume...

...C BATHO; S D LASH; R H H KIRKHAM © Thomas Telford and ICE 1939 BEAMS COMPOSITE PROPERTIES JOISTS STEEL CONCRETE LOADING DIRECT SUSTAINED TESTING STRESS CALCULATIONS EXPERIMENTS SECTIONS STRAIN DISTRIBUTION MOMENTS DEFLECTION CRACKS SURFACE FAILURES TENSILE TEMPERATURE...

...W F CASSIE © Thomas Telford and ICE 1939 CONCRETE FATIGUE VIBRATIONS STRUCTURES LOADING STRESS FAILURES STRENGTH STATIC STRAIN DEFORMATION MATERIALS EXPERIMENTS CRACKS BEAMS SHRINKAGE SLABS STEEL YIELD CURING CASSIEONTHEFATIGUEOFCONCRETE. 165 Paper No. 5200...

...A J S PIPPARD; R J ASHBY © Thomas Telford and ICE 1939 EXPERIMENTAL STUDIES ARCHES VOUSSOIRS EXPERIMENTS LINEAR TESTS CONCRETE LOADS CEMENT MORTAR JOINTS LIMESTONE RESISTANCE CRACKS GRANITE LOADING RESEARCH CALCULATIONS INSTABILITY LOADS PIPPARD AND ASHBY ON STUDY...

...R G KNIGHT; SIR R CHAPMAN; E V CLARK; H H DARE; L R EAST; J D GALLOWAY; A E KELSO; A D LEWIS; D LLOYD; J MITCHELL; W H R NIMMO; E G RITCHIE; E D SHAW; C P F WRIGHT © Thomas Telford and ICE 1938 SUBSIDENCE ROCKFILL DAMS REMEDIAL MEASURES RESERVOIRS CRACKS CORES WALLS FILL ROCKS...

... FOUNDATIONS RESTORATION METHODS PLACING DEFLECTION CRACKS TREATMENT DRAINS CONSTRUCTION GATES CONTROL DISCHARGES CONDUITS DEMOLITION PIPELINES PLANT CUTTING APPARATUS OXYHYDROGEN CONCRETING GROUTING CAPACITY MATERIALS CLAYS FAILURES EILDON GOULBURN VICTORIA AUSTRALIA...

...S F DOREY; L C DIPPER; F FALTUS; H B FERGUSSON; H HARRIS; H HEADLAND; T M JASPER; J MITCHELL; V E PULLIN; A O WEINRICH © Thomas Telford and ICE 1937 WELDED JOINTS PRESSURE VESSELS WELDING TESTS ELECTRODES X RAYS WELDS CRACKS MATERIALS PIPELINES PLATES DUCTILITY AUTOGENEOUS...